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Criticality of Isolation Valves in Water Distribution Networks with Hydraulics and Topology

Author

Listed:
  • Richárd Wéber

    (Budapest University of Technology and Economics)

  • Tamás Huzsvár

    (Budapest University of Technology and Economics)

  • Ákos Déllei

    (Budapest University of Technology and Economics)

  • Csaba Hős

    (Budapest University of Technology and Economics)

Abstract

Occasional, random pipe bursts are inevitable in water distribution networks; thus, properly operating isolation valves is critical. During a shutdown, the damaged segment is segregated using the neighbouring valves, causing the smallest isolation possible. This study analyses the importance of isolation valves individually from the perspective of the demand shortfall increment. An in-house, open-source software called STACI performs demand-driven simulations to solve the hydraulic equations with pressure-dependent demand determining the nodal pressures, the volumetric flow rates, and the consumption loss. The system has an additional consumption loss if an isolation valve cannot be closed. The criticality of an isolation valve is the increment in the relative demand shortfall caused by its malfunction. Moreover, centrality indices from complex network theory are applied to estimate the criticality without the need for computationally expensive hydraulic simulations. The distribution of criticality values follows a power-law trend, i.e. some of the isolation valves have significantly higher importance during a shutdown. Moreover, Spearman’s rank correlation coefficients between the centrality and criticality values indicate limited applicability. The criticality analysis can highlight which isolation valves have higher importance during reconstruction planning or maintenance. The Katz and the Degree centrality show a moderate positive correlation to the criticality, i.e., if numerous hydraulic simulations are not feasible, these quantities give an acceptable estimate.

Suggested Citation

  • Richárd Wéber & Tamás Huzsvár & Ákos Déllei & Csaba Hős, 2023. "Criticality of Isolation Valves in Water Distribution Networks with Hydraulics and Topology," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 37(5), pages 2181-2193, March.
  • Handle: RePEc:spr:waterr:v:37:y:2023:i:5:d:10.1007_s11269-023-03488-y
    DOI: 10.1007/s11269-023-03488-y
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    References listed on IDEAS

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    1. Tornyeviadzi, Hoese Michel & Neba, Fabrice Abunde & Mohammed, Hadi & Seidu, Razak, 2021. "Nodal vulnerability assessment of water distribution networks: An integrated Fuzzy AHP-TOPSIS approach," International Journal of Critical Infrastructure Protection, Elsevier, vol. 34(C).
    2. Enrico Creaco & Marco Franchini & Stefano Alvisi, 2010. "Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 24(15), pages 4317-4338, December.
    3. A. Simone & C. Di Cristo & O. Giustolisi, 2022. "Analysis of the isolation valve system in water distribution networks using the segment graph," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(10), pages 3561-3574, August.
    4. E. Creaco & M. Franchini & S. Alvisi, 2012. "Evaluating Water Demand Shortfalls in Segment Analysis," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 26(8), pages 2301-2321, June.
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